the comparisons between the bearing capacities of strip footing from classical plasticity theory and lower bound limit analysis illustrate the effectiveness and correctness of the procedure.
the performance of two reinforced and one unreinforced slopes was studied with full-scale models. the models were surcharged until collapse under a strip footing near the slope crest.
an estimate of bearing capacity coefficients for a strip footing near an excavation is made by using the kinematical approach of limit analysis in this paper.
附近挖掘的条形基础承载力系数的估计是由使用的运动学极限分析方法在本文中。
it is presented that how to calculate the strip footing with coefficient of ground and the specific examples are listed.
介绍了如何用地基系数法计算条形基础;列举了具体实例。
the results indicate that the upper-bound solution of strip footing due to combined loading is accurate to calculate the bearing capacity of foundation perfectly.
结果表明,推导的条形基础上限解能够很好地求解复合加载模式下地基的极限承载力。
besides, the depth of topmost geogrid to the width of strip footing is also greatly correlative to the safety factor, and the best ratio changes with the layers of geogrids.
此外,顶层筋材埋深与条基荷载宽度比值大小与边坡的安全性密切相关,其最佳比值随加筋层数不同而改变。
a semi-analytical procedure for determining dynamic flexibility coefficients of strip footing founded on viscoelastic non-homogenous foundations is developed.
应用样条半解析法求解粘弹性非均质平面地基上条形基础的动力柔度系数。
based on this method, the behavior of a strip footing can be described correctly.